Loading...
HomeMy WebLinkAbout5575-8 • ■� --._■■■�� W rl. 40 is, I, T L,.. til rl �fi- �1D r' !n - - 0 • Th rr� -5 , I L, 1 W f7�►� � {�� Ira h�•:•�,. lin CO ME PPE W '2 21 JOINTS r I & c SIM. PIPE'w" 77 I.; as _el Can WV ' w CEO JOINTS +AIL & C spm • I• GASIeT 0 ; I all _Ii� (ALT. COLr38' r 0r./,,.stI _ -���� D. P. W 0 - ) "21 � SEMI �i _�.�_ 1 I ■ -�-_ENE 4Y. r ti carikar SrR 55+ oz., 24 1 -•Mill ' - II ■.■ J 1� � 7/:bS pR'rr �r�- s � rLT.' �•�� ST0. 48+50.00 �:. g. �� • . . . N - - 56+6D.00 -��, s �' P' �DN�Un atm -■ „ . .3' TOP STA. 55+15, (Z 4' DM _■ ■■■ STA.54+35 00 II I �� r �= �■� Dat IMIIIIIIIIISIONIIIIIfli lira OHS • ■■ES ��K�I � I r' IT, 1'-6" VP I:_MI.1 GRADE BREAK 51 L. - :, ,:. © ►•117•w•rIagIMIIIIII___li1111 STA. 55-L35 2' DIA STA 56+45 so ECM wart a STA 0+00.1, , _ - - SEW 1a1�-:► rzm RAMC sycsraL E E �► trill= (AG PA n STA 54+OS.rO higailiammilmonamer - FIN 3 t.s i �� [s@._aslsl-is1P•mr -- MEANS : IIIWIIIIII c-, EMI 1411111LISIIIIINIMOIrrmatAt. •1111.111.1 ��E� - - tfil ■�IMIlr �iiimillilisimmiarimsffiwairisissiamantiriziminiwiltralatimms /iii. sitcom()Nit liallEll MO I ai�il\i`:� . -- I El a _a::._ , ./yam. __I ..�-_-.. .-. a I rl.�N'Illi�, 7A 1 � IIIMIIIIIIIMIIINIIIIIIII ■� • • 11111111111. II POEM -Ere- Er L1 ��. . . - II Ma= MIMI MIMEII MUM II . _.■■_ llIllIllMIIIIIIIIIIIIIIIIIIIM. 1111111.1111.111. =: SCALE: HORIZ. 1" = 40' ■n■ - - - - _ - - • _ - 1 _• VERT. 1" = 4' 48+00 49+00 50+00 51+010 . 52+00 53+00 54+00 A 56+00 57+00 58+00 59+00 T4s+00.00 VS NA CONSTRUCT 36' (ACTUAL LIDS'' ACP WATER l ° VIS DR. �5TA 54+49.r ', ® STA 54+3o.,,f 'St • , CML L '4NL��pc STL PIPE 4' AIR & VAC �'� '�r = ITV fi (ACTUAL LOCATION) SAN BERNADINO COUNTY PROP. R (ALT, 1-DLP,) ® STA 54+10.00 II EXISTING 12' ACP WATER 1 ` : :s I 24' MAMMY A 91 • .I s:: x919. PROP. R/W x920.31 ° 1.21 ,.921.29 x9 PROP. ���/ppyy �►+_ 'are- . - A I x919.05 �� ST_ 54+05.00 ' i Eng, r �. x9Z0:2r • x920.6 �' : ',f +iLa.�^ 4 �I I x919.50 •x•-a• 7 x919.:2 fr 920. Z� c!/ .ca: �• Y ��r�1 rY1 !} At �IJ mkt _- - - - sow - - - A x ���� / �I � � .61103'r• VJs '� x920.74 x921.46 P ! � ` - a. / ' . .: ' %'a.7o - PROP. T.C. all 7� . -2o.�ai �� ► - :o �! p ' �'��='�s�a' . PROP. T.C. IZ'R'��_•'a_I \./ I �_ ] - --- 0.82 ' '20.:r V �..:► po - 1•"' ` • 19.0 '•5• 1 • e • • '6:�� 19. .�sa�i yrign dna; al T/ . .:* I gr surs 'walla �������� N�t teal F .�,• alp�l�nS►' 3 tears", �� ,. �t! i waml WIIIIIIIIfiele_naliallabrasAgaillimr�'`/ �� sae [aim ��:-,_... _ Vi i• . • i• . .�. 10-..w !•� ��� __�� - �Cf��I%i l ■ ��• ��_ . _ hia Theca ae O d1 +� � �d�L� �� _ate - - , 0 • n� Jy� _ S��-r ' I � ..•1.:•e .r i� 2 9 • iFL,'7tf -k tLA�s�ii -plitt.T_lA.Me la CO r�l.4Si . _ 71! � _�..rriiilYlf�lin_ • 10 - ----"-a- LShse�, __Tic_; - 'r � �3 isei..-�"fi S%' NRW -_-- 1AbF'H- N T=Sl1S Wet LU �S5 T �_ T-T x919.28= . • - - - - - i Q14 n1C I � _ ! -s►7��;�- x / - - • PP f `'� Urn x 7C - x9 BJ47IV • _ ' '� aeri�� ���� Q IsT _ _ = x -- - -- 91827_- ? 86' - - - - - ; �- moo - - - - _ -- 920-33 - ir.t ']• -5- Ca/ -_ - CONTROL POINT a ••`: ' /• p; 919.32 4,2_ fr- • vJ Ili �'•ie� - �t• t�iirZ - - U q• 91ts.59 -�` ''` ;. •r. :.r• V x ., _ u - % i PENN see 1 xa 17.49 917.61 a1:11111111111111 x• - ! ..1670 _ -_ �� Q - - �� ° x x91 x917.95 ,,.1111111111.0 'b'T. _ - ala-a _ I• �tss sarml • _ • i� • �+ • • - • � ai ��i--0-Il�le leFga�• __i �� �_-� ad��s=}��.rj , _ , �. aG ` n�1 _�iall�r+FF��Ir ��� 1ss�� allninraiz i7a••rs�i�.---�-_ - _ • 1',- �egill 1%), -��� Las- • , �� � 920 ����' `� DENSE TREES I \t 91 DENSE TREES ���Mr x./lsA� ��_�' _ -- - -=i, ifs. I ` f ' ' mi.f!_.,� ..w�+ x> :. _ 't \\\I / / r Ili ', • .. -� �JURUF A AVE. , _ _ ‘ yi, _ _ , CITY OF FONTANA CONSTRUCTION NOTES N 1 • 41 CONSTRUCT 36' DIA CML & C STEEL PIPE AND FITTINGS WITH 3/16' STEEL WALL O CONSTRUCT .381 .D.I.P. & FITTINGS CLASS 250 W/ RESTRAINED JOINTS AND AND WELDED JOINTS PER DET, o & © P.E WRAPPING PER DETAIL a & 6 Cr MY Cr ‘57 l - CT 36'.041. CML & C STEEL PIPE AND FnTVNGS WITH 3/16' Sita 0 CONSTRUCT 36' DLA. D.LP. & FITTINGS CLASS 250 W/ PUSH-ON JOINTS AND 0 •••AND GASKET JOINTS PER DETAILS Q &© P.E. WRAPPING PER DETAIL ® & 6 c. m m ® ' a ii y .i i: � a CONSTRUCT 4' COMBINATION MR AND VACUUM REUEF VALVE; PIPING O CONSTRUCT 24' DIA MANWAY WIIH 36'x36'x24' TEE WI 24' DI BUND RANGE © AS-BUILT II , J AND APPURTENANCES, SEE DETAIL 8 (NOT USED) DRAWING ® I1c.i 1' • 0 1. ALL AIR AND VACUUM VALVES, CATHODIC PROTECTION TEST STATIONS (CPTS) AND .- CONSTRUCT 6' BLOW OFF VALVE, PIPING AND APPURTENANCES PER DETAIL ® BLOW-OFF OUTLET SHALL BE INSTALLED IN THE STREET RIGHT-OF-WAY BETWEEN DIAL TOLL FREE THE FUTURE SIDEWALK AND STREET CURB, OR BEHIND THE FUTURE SIDEWALK IF GRAPHIC SCALE Nor No►''� 1 -800-227-2600 50 CONSTRUCT 2-WIRE CATHODIC TEST STATION PER DETAIL THE SIDEWALK IS ATTACHED TO THE STREET CURB, OR AS REQUIRED BY THE CITY 40• 0 20' 4a sy 160' 41. ® W OR COUNTY'S REPRESENTATIVES REGARDLESS THE LOCATIONOF e.F.-:: ,r ` AT LEAST TWO DAYS ® w 24' DIA CML & C STEEL PIPE MANWAY AND APPURTENANCES SHOWN ON THE PLANS. E S THE APPURTENANCES BEFORE YOU DIG PER DETAIL Ark • ( m FM ) UNDERGROUND SERVICE ALERT OF SOUTHERN CAUFORNIA 1 Tach = 40' ft PREPARED BY. SCALE CHINO BASIN FACILITIES SHEET t 3/31/05 L.`S./T). /95-BuiLS► FIELD,_PER coN-rR{rcrw Subr1t-CTPt % Designed T.O. 6/20/03 �• f INLAND EMPIRE UTILITIES AGENCY'retiree & Associates AS SHOWN IMPROVEMENT PROJECT 5/Z$/p'{ T,p. I L•E6:_ LE,G. 6/20/03 (--:„ r consulting engineers Barmom y a '=a A Municipal Water District P5 RE„,,..c.. / M Drawn m �. 21846_ 8,,,®(m, ,I,,,,�„ • ,,,,�„� Inch an if JURUPA BASIN FORCE MAIN g 1 91/0/03 mints. R�VISN_o �Tr"'rf'N."1 pry a/9f/65 19 TIDNNOLOOT DRIVE. 10 m, CALIFORNIA 90818 Na 0'� - - le �y. 940017 Avenue, Building A Post NOffice Box PLAN &- PROFILE SOF 1 9 SHTS � A 01 /05 BS AS-BUILT Checked T.O. 6/20/03 \\ue ava Tel: (949) Sea-Bass Fee,(9491 9ee-8077 °djvet iQOi°6 Rgb• �' g G REV. DATE BY DESCRIPTION et Dote \�� OF � .ERN eR.re9 r Or 1' Fontana, California 92335 Rancho Cucamonga, DWG. NUMBER Telephone (909) 357-0241 California 91730 STA. 48+50.00 TO STA. 59+00.00 D5oa3-oo8-